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HomeMy WebLinkAbout090151_Permit Renewal Application 2019_20190410Lincomix Now Approved - No Weight Restrictions! /57 N Rl►1 Gd' C� F On September 30, 2019, thc expire. As required by the: Non -Discharge General Permi must be received by the Divisior Please do not leave any Application must be signed and, 1. Farm Number: 09-015. 2. Facility Name: J. B. Pr 3. Landowner's Name (same 4. Landowner's Mailing Addrt City: Council Telephone Number: 91 5. Facility's Physical Address City: Council 6. County where Facility is 10! 7. Farm Manager's Name (if d 8. Farm Manager's telephone r 9. Integrator's Name (if there 10. Operator Name (OIC): /`eV.6. L&".e ()AI-Sf 11. Lessee's Name (if there is not a Lessee, write "None"): 12. Indicate animal operation type and number: Current Permit: Operation Types: Swine Wean to Finish Wean to Feeder Farrow to Finish Feeder to Finish Farrow to Wean Farrow to Feeder Boar/Stud Gilts Other Operations Type Swine - Feeder to Finish Cattle Dairy Calf Dairy Heifer Milk Cow Dry Cow Beef Stocker Calf Beef Feeder Beef Broad Cow Other 2141, e — T ri e. Management Systems will operate under these State el. Therefore, all applications necessary corrections below. AWS090151 28434 28434 OIC #: .169 55•—• lio-F76-/36 ? 4V3-76-1 Allowable Count 4,896 Dry Poultry Non Laying Chickens Laying Chickens Pullets Turkeys Turkey Pullet Wet Poultry Non Laying Pullet Layers Other Types Horses - Horses Horses - Other Sheep - Sheep Sheep - Other ivivEDficazziowFt APR 032019 WaterQuallty RegionalOperationa$ pa 13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary corrections and provide missing data.) Structure Name Estimated Date Built Liner Type (Clay, Synthetic, Unknown) Capacity (Cubic Feet) Estimated Surface Area (Square Feet) Design Freeboard "Redline" (Inches) 1 /99k GI(7 7 4 a / 1 .00° i y.vn FARM 1 J3.13.41410.41e. LAG 1tllP' Mail one (l) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application as required by NC General Statutes 143-215.10C(d) to the address below. The CAWMP must include the following components: 1. The most recent Waste Utilization Plan (WUP), shined b1 the owner and a certified technical specialist, containing: a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.) b. A map of every field used for land application (for example: irrigation map) c. The soil series present on every land application field d. The crops grown on every land application field e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP f. The maximum PAN to be applied to every land application field g. The waste application windows for every crop utilized in the WUP h. The required NRCS Standard specifications 2. A site map/schematic 3. Emergency Action Plan 4. Insect Control Checklist with chosen best management practices noted 5. Odor Control Checklist with chosen best management practices noted 6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to your facility. 8. Operation and Maintenance Plan If your CAWMP includes any components not shown on this list, please include the additional components with your submittal. (e.g. composting, digesters, waste transfers, etc.) As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the application and all the CAWMP items above to: 2019PermitRenewal@ncdenr.gov I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that, if all required parts of this application are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for a similar offense.) Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation): Name: 41rl f f ICE# iL toli� L`'JJ 5 '--dritle: ii is011e Signature: , P.,. 1 vN„�- �. (ate: 3 //— f2 Name: Title: Signature: Date: Name: Title: Signature: Date: THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS: NCDEQ-DWR Animal Feeding Operations Program 1636 Mail Service Center Raleigh, North Carolina 27699-1636 Telephone number: (919) 707-9100 E-mail: 2019PermitRenewal@ncdenr.gov FORM: RENEWAL -STATE GENERAL 02/2019 NUTRIENT MANAGEMENT LAP N Grower(s): Farm Name: County: Farm Type: Farm Capacity: Storage Structure: Storage Period: Application Method: J.B. Priest Farm 1 Bladen Feed -Fin 4896 Anaerobic Lagoon 180 days Irrigation The waste from your animal facility must be land applied at a specified rate to prevent pollution of surface water and/or groundwater. The plant nutrients in the animal waste should be used to reduce the amount of commercial fertilizer required for the crops in the fields where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant iutrients can be balanced for realistic yields of the crop to be grown. Several factors are important in implementing your waste utilization plan in order to maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner: 1. Always apply waste based on the needs of the crop to be grown and the nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. 2. Soil types are important as they have different infiltration rates, leaching potentials, cation exchange capacities, and available water holding capacities. 3. Normally waste shall be applied to land eroding at less than 5 tons per acre per year. Waste may be applied to land eroding at 5 or more tons per acre annually, but less than 10 tons per acre per year providing that adequate filter strips are established. 4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen. Either of these conditions may result in runoff to surface waters which is not allowed under DWQ regulations. 5. Wind conditions should also be considered to avoid drift and downwind odor Page: 1 proflems. 6. To maximize the value of the nutrients for crop production and to reduce the potential for pollution, the waste should be applied to a growing crop or applied not more than 30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will conserve nutrients and reduce odor problems. This plan is based on the waste application method shown above. If you choose to change methods in the future, you need to revise this plan. Nutrient levels for different application methods are not the same. The estimated acres needed to apply the animal waste is based on typical nutrient content for this type of facility. In some cases you may want to have plant analysis made, which could allow additional waste to be applied. Provisions shall be made for the area receiving waste to be flexible so as to accommodate changing waste analysis content and crop type. Lime must be applied to maintain pH in the optimum range for specific crop production. This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H .0217 adopted by the Environmental Management Commission. AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.): 4896 animals 985.50 gal/animal/year = 4,825,008 gallons AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs): 4896 animals X 2.30 ibs/animal/year = 11,260.80 Ibs Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply the waste in a timely manner The following acreage will be needed for waste application based on the crop to be grown, soil type, and surface application. Page: 2 Tract Hyd Soil Crop Yield Ibs N I Acres 3256 Type Code /Ac /unit 5 A DuA 3 4.0 50.00 5 -A DuA .c 50.00 8 B NoB 4.6 50.00 8 C NoB _ z = 50.00 8 -'B NoB K 50.00 8 -C NoB 50.00 7 D NoB 4.6 50.00 7 -D NoB 50.00 7 E NoB 4.6 50.00 7 -E NoB 50.00 7 F NoB 4.6 50.00 7 -F NoB 50.00 7 G NoB 4.6 50.00 7 -G NoB 50.00 7 H NoB 4.6 50.00 7 -H NoB 50.00 7 I NoB 4.6 50.00 7 -I NoB K 50.00 7 J NoB B 4.6 50.00 7 -J NoB 50.00 6 K NoB 0 33.0 4.00 6 -K NoB 60.0 2.40 3 L NoB 33.0 4.00 3 -L NoB N 60.0 2.40 3 M NoB 0 33.0 4.00 3 -M NoB 60.0 2.40 3 N NoB 0 33.0 4.00 3 -N NoB N 60.0 2.40 3.2 3.2 2.8 4.5 2.8 4.5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.0 2.0 3.6 3.6 2.9 2.9 1.8 1.8 1.9 1.9 3.9 3.9 1.9 1.9 Lbs N/Ac Residual 20.0 20.0 20.0 20.0 Lbs N /Ac 200.0 50.0 230.0 230.0 50.0 50.0 230.0 50.0 230.0 50.0 230.0 50.0 230.0 50.0 230.0 50.0 230.0 50.0 230.0 50.0 132.0 124.0 132.0 124.0 132.0 124.0 132.0 124.0 Ibs N Required 640.00 160.00 644.00 1035.00 140.00 225.00 690.00 150.00 690.00 150.00 690.00 150.00 690.00 150.00 460.00 100.00 828.00 180.00 667.00 145.00 237.60 223.20 250.80 235.60 514.80 483.60 250.80 235.60 Total 40.5 11016.00 Available N 10146.00 *Difference -870.00 Indicates that this field is being overseeded (Le. interplanted) or winter annuals follow summer annuals. *A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on acreage listed in chart. A positive number means additional acreage is required to utilize the nitrogen produced by the farm. NOTE: This plan does not include commercial fertilizer. The farm should produce adequate plant available nitrogen to satisfy the requirements of the crops listed above. The applicator is cautioned that P and K may be over applied while meeting the N requirements. Time to Apply J Mar -Oct S-April Mar -Oct Mar -Oct S-April S-April Mar -Oct S-April Mar -Oct S-April Mar -Oct S-April Mar -Oct S-April Mar -Oct S-April Mar -Oct S-April Mar -Oct S-April Jun-S S-April Jun-S S-April Jun-S S-April Jun-S S-April Page: 3 In th'e'future, regulations may require farmers in some parts of North Carolina to have a nutrient management plan that addresses nutrients. This plan only addresses nitrogen. In interplanted fields ( i.e. small etc, interseeded in bermuda), forage must be removed through grazing, hay, and/or silage. Where grazing, plants should be grazed when they reach a height of six to nine inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care should be exercised not to let small grain reach maturity, especially late in the season (Le. April or May). Shading may result small grain gets too high and this will definately interfere with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage two to three times during the season, depending on the time small grain is planted in the fall. The ideal time to interplant small grain, etc, is late September or early October. Drilling is recommended over broadcasting. Bermudagrass should be grazed or cut to a height of about two inches before drilling for best results. The following legend explains the crop codes listed in the table above: Crop Code A B C D E F G H J K L M N 0 Crop Hybrid Bermudagrass - Grazed Hybrid Bermudagrass - Hay - Grain Corn - Silage Cotton Fescue - Grazed Fescue - Hay Small Grain - Grazed Small Grain - Hay Grain Sorghum Wheat Soybean Lbs N utilized / unyield 1.6 Ibs N / bushel 50 Ibs N / ton 50 Ibs N / ton 1.25 Ibs N / bushel 12lbsN/ton 0.12 Ibs N / Ibs lint 50 Ibs N / ton 50 Ibs N / ton 1.3 Ibs N / bushel 2.4 Ibs N / bushel 100 Ibs N / acre 133 Ibs N / acre 2.5lbsN/cwt 2.4 Ibs N / bushel 4.0 Ibs N / bushel Acres shown in the preceding table are considered to be the usable acres excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to equipment limitations. Actual total acres in the fields 'fisted may, and most likely will be, more than the acres shown in the tables. Page: 4 See attached map showing to be used for the utilization of animal waste. —SLUDGE APPLICATION: The waste utilization plan must provisions for periodic land application of sludge at agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or other elements. Your production facility will produce approximately 0.36 pounds of plant available nitrogen per animal per year in the sludge based on the application method listed earlier. If you remove the sludge every 5 years, you will have approximately 8812.80 pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you will need 29.38 acres of land. If you apply the sludge to corn at a rate of 125 pounds per acre, you will need 70.50 acres of land. Please be aware that these are only estimates of the PAN and land needed. Actual requirements could vary by 25% depending sludge waste analysis, soil types, realistic yields, and applications. APPLICATION OF WASTE IRRIGATION: The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water droplet size, and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the crop. If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in the preceding table. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. The following is provided as a guide for establishing application rates and amounts. Soil Application Rate Application Amount Tract Hyd Type Crop in/hr * inches B-N all 0.50 1.00 A DuA 0.40 1.00 *This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the crop is not over applied. In many situations, the application amount shown cannot be applied because of the nitrogen limitation. The maximum application amount shown can be applied under optimum soil conditions. Page: 5 Your facility is designed of temporary storage and the temporary storage must be removed on the average of once every 6 months. In no instance should the volume of the waste stored in your structure be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour storm. It is the responsiability of the producer and waste applicator to ensure that the spreader equipment is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid. Cali your technical specialist after you receive the waste analysis report for assistance in determining the amount acre and the proper application prior to applying the waste. Additional Comments: �: �z•-� 999 7-610/ � v ,Gc Z 27 3" /,1121-- _- ; ik 114i6.4 ia ui tp41 o7 � 5< /k / . flu idadet•�w� Gt 6 of-fr. /a" /4.s _„6)-LeL ,lott ,444(-4.1A,a- gw j&tr cArp (At cif c.4479 tir4elt ' Ibe. . •i-c.:tc — '74b�i el /10 iPM aryti&th- 41.4A40441 6r1, : j r u.t GL(ki -" .F cUth-,u— .hit4 t / a -&7 ful' coTtLico_ce Page: 6 PLANS & SPECIFICATIONS 1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited. Illegal discharges are subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every day the discharge continues. 2. The Field Office must have documentation in the design folder that the producer either owns or has long term access to adequate land to properly dispose of waste. If the producer does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy of a written agreement with a landowner who is within a reasonable proximity, allowing him/her the use of the land for waste application for the life expectancy of the production facility. It is the responsibility of the owner of the facility to secure an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals, method of utilization, or available land. 3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, available moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate of application for other nutrients. 4. Animal waste may be applied to land that has a Resource Management System (RMS) or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). 5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is danger of drift from the irrigation field. 6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur during a season prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference - Environment file for guidance.) *7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur offsite or to surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order to control conditions conducive to odor or flies and to provide uniformity of application. 8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen. 9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste to a depth that would inhibit growth. 10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop on bare soil. 11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: the outer perimeter of the land area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from any residential property boundary and from anv perennial stream or river (other that an irriaation ditch or canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995), shall not be applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips) 12. Animal waste shall not be applied closer than 100 feet to wells. 13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those owned by the Iandownwer. 14. Waste shall be applied in a manner not to reach other property and public right - of ways. 15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by discharge or by over -spraying. Animal waste may be applied to prior converted croplands provided they have been approved as a land application site by a "technical specialist". Animal waste should not be applied on grassed waterways that discharge directly into water courses, except when applied at agronomic rates and the application causes no runoff or drift from the site. *16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the animal waste management system. *17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be provided for these areas and shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms and structures should be inspected regularly for evidence of erosion, leakage or discharge. *18. If animal production at the facility is to be suspended or terminated, the owner is responsible for obtaining and implementing a "closure plan" which will eliminate the possibility of an illegal discharge, pollution and erosion. *19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be kept on site. 20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption. However, if animal waste is used on crops for direct human consumption, it should only be applied as a preemergence with no other applications of animal waste during the crop season. *21. Highly visible markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A marker will be required to mark the maximum storage volume fpr waste storage ponds. 22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop sites where waste products are applied. Nitrogen shall be the rate -determining element. Zinc and copper levels in the soils shall be monitored and alternative crop sites shall be used when these metals approach excessive levels. pH shall be adjusted for optimum crop production amd maintained. Soil and waste analysis records shall be kept for five (5) years. Poultry dry waste application records shall be maintained for three (3) years. Waste application records for all other waste shall be maintained for five (5) years. 23. Dead animals will be disposed of in a manner that meets North Carolina Department of Agriculture regulations. * Liquid Systems - NUTRIENT 4GEMENT PLAN CERTIFICATION of Farm: Owner/Manager Agreement: I/we understand and will follow implement the specifications and the operation and maintenance procedures established in the approved animal waste nutrient management plan for the farm named above. l/we know that any expansion to the existing design capacity of the waste treatment and/or storage system, or construction of new facilities, will require a new nutrient management plan and a new certification to be submitted to DWQ before the new animals are stocked. I/we understand that I must own or have access to equipment, primarily irrigation equipment, to land apply the animal waste described in this nutrient management plan. This equipment must be available at the appropriate pumping time such that no discharge occurs from the lagoon in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land according to this plain at times and at rates which produce no runoff. This plan will be filed on site at the farm office and at the office of the local Soil and Water Conservation District and for review by NCDWQ upon request. Name of Facility Owner: Signature: Name of Manager (if different Signature: owner): Please Print Name of Technical ; pecialist• Sonya J. Barber affiiiatioF Harvest Net, Inc. Address: P.O. Box 32 Council, NC 28434 Ta;ephone: (910) 645-6758 Signature: Date Date r Date Page: 7 SOIL CONSERVATION SERVICE CONSERVATION PLAN MAP 2 - 8 I Owner . oximate acres te;:'":77 _ CO -Operating with Plari identification Assisted by , • •- -4? , . D e r to r State Date • 2 (;.:-.) Approximate scale = Conservation District Photo number /// USDA Soil Conservation Service -ot •-• • ,1', ,...• 1 t ,/ ..-• ro 1.4 :•:.:7•.•::-,1-A ' ..,4, ..„,. 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DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE Owner County eiL Approximate acres Cooperating with _ _ _ Plan identification _— 2 Assisted by Jk L r a CONSERVATION PLAN MAP • SCS- CPA -16 2 -81 Operator State ;VC_ Date ' - 5 -41 Approximate scale / " 2- (6 6 Conservation District Photo number USDA Soil Conservation Service 1/ !;• Swine Farm Waste Management Odor Control Checklist Sunrce Farmstead Animal body surfaces Floor aru fuecs Cause • Swine production • Dirty illanurc-covcie[I al]Ilii il:. • WO loam !in11:1 HMI's to tl1niIiaizc Odor Site Specific Practices Cl Vegetative or wooded buffers; Di Recommended best management practice; git Good judgment and common sense 1)ty O Woteters {. Llctl o!;' i Feeders at high end of solid floors; pfik Scrape manure buildup from floors; n Underfloor ventilation for drying A1,uttlre collection hits • Urine; • Partial microbial decomposition Veillilation exhaust fans • Volatile Eases; Dust Indoor surfaces Flush tanks Flush alleys 1►il iccharEe points • Dust Frequent manure removal by flush, pit recharge, or scrape; f] Underfloor ventilation • Agitation of recycled lagoon liquid while tanks arc filling • Agitation during wastewater conveyance • Agitation of recycled lagoon liquid while pits are Tilling Lill atriliona J14._ • Agitation daring sap teak l Tilling and drawdwown ()utsitic drain cullectiot or junction boxes '621_ Fan maintenance; CJ Efficient air movement Washdown between groups ofanimals; p. Peed additives; t—J Feeder covers; t Feed delivery downspout extenders to feeder covers CI Flush tank covers; O Extend fill lines to near bottom of tanks with anti -siphon vents O Underfloor flush with underfloor ventilation fl Extend recharge Tines to near bottom of pits wish anti -siphon vents • Agitation during wastewater conveyance CI Sinop tank covers CI Box covers Abet C: - 1Jovcutlicr 11_ 1096_ l:n.i 1 Source End of drainpipes at lagoon Cause • Agitation during wastewater conveyance Lagoon surfaces Irrigation sprinkler nozzles • Volatile gas emissions; • Biological mixing; • Agitation Storage:tank or basin sur face 04- Wind drift BMPs to Minimize Odor Site Specific Practices CI Extend discharge point of pipes underneath lagoon liquid level . Proper lagoon liquid capacity; gl Correct lagoon startup procedures; Minimum surface area -to -volume ratio; . Id Minimum agitation whcn.punlping; O Mechanical aeration; .01 Ikrlgal+! rik► 14y days . ;l11 !{;,1,: .. ,. Cl Minimum recommended operating i-. Pump intake near lagoon liquid surface; O Pump from second -stage lagoon • Partial microbial decomposition; • Mixing while Tilling; • Agitation when emptying CI Bottom or midlevel loading; CI Tank covers; O Basin surface mats of solids; CI Proven biological additives or oxidants Settling basin surface • 4. Ai/A- • • Partial ini,:rubial decomposition; Mixing while filling; Agitation when emptying O Extend drainpipe outlets underneath liquid level; CI Remove settled solids regularly Manure, slurry or sludge • spreader outlets /1"- Agitation when spreading; • Volatile gas emissions Uncovered manilrt:, slurry or sludge on field surfaces t(7,- O Soil injection of slurry/sludges; O Wash residual manure from spreader after use; CI Proven biological additives or oxidants • Volatile gas emissions while drying CI Soil injection ofslurry/sludges Cl Soil incorporation within 48 hrs.; CI Spread in Thin uniform layers fur rapid drying; CI Proven biological additives or oxidants Dead animals • Carcass decomposition Vr Proper disposition of carcasses D- ead animal disposal • pits N ig- Carcass decomposition O Complete covering of carcasses in burial pits; O Proper location/construction of disposal pits Incinerators Incomplete combustion CI Secondary stack burners • .MIK 11...... A Source Standing water around facilities Manure tracked onto public roads from farm access Additional Information Cause • Improper drainage; • Microbial decomposition of organic mailer e Poorly t}tatnl;lined ar,cc is rn:t I'; Illbll's to Minimize Odor Site Specific Practices - Grade and landscape suds that water drains away from facilities l "nli aCC1:5� Ir1.1 Swine Manure Managi:men! ; 0200 lIulc/13MP P:Lck':l .`ilYUl.: 1'!ndit+_ittr!t I min VP)1Ciit!dI Otllif al1(1I1.+'" ,ijLd R.:1ia�' ii - ; 1'15 0\V, Swint: 1'rntluiaiott M uiira'L•. L'+tauag,.10,.:!tt; !'it li,:+alsitr;" 1.a1;01)L1 I',,.; r!La,.a� li'li ta i?t;-f:,1 Stvane 1°ioductio, I'.. •iti!. !,, ,,• f r. ..- ! ii i..i rl:. - T'1 -.!. . ! Lagoon Design and Management for Livestock Manure Treatment and Storage ; MAE 103-83 Calibration of Manure and Wastewater Application Equipment ; EI3AE Fact Sheet Controlling Odors from Swine Buildings ; PII I-33 Environmental Assurance Program ; NPI'C Manual Options fur Managing Odor ; a report from the Swine Odor Task Force Nuisance Cnlleen's in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings Available From NCSII, enmity NCSIJ 11AF. NCSIJ - 11A1's NCSIJ - I1A1s NCSIJ - Swine Extension NC Pork Producers Assoc NCSIJ Agri Communications Florida Cooperative 1xtension AMf )r: - November 1 I, 1996, ('age 5 Insect Control Checklist for Animal Operations Source Gntse IMPS io Control Insects Site Specific Practices Liquid Systems Flush Gutters • Accumulation of solids t Flash system is designed and operated Lagoons and Pits • Crusted Solids liaccsaivc Vegetative • Decaying vegetation (;tomb sufficiently to remove accumulated solids from glitters as designed. Ili Remove bridging of accumulated solids at discharge ttk Maintain lagoons, settling basins and pits where pest breeding is apparent to minimize the crusting of solids to a depth of no more than 6 - inches over more than 30% of surface. Maintain vegetative control along banks of lagoons and other impoundments to prevent accumulation of decaying vegetative matter along waters edge on impoundment's perimeter. 1 -�- Ern CY ACTION PLAN PHONE NUMBERS DW EMERGENCY MANAGEMENT SYSTEM41 911 SWCD 910-862-6936 NRCS 910-862-6936 This plan will be implemented in the event that wastes from your operation are leaking, overflowing, or running off site.- You should not wait until wastes reach surface waters or leave your property to consider that you have a problem.• You should make every effort to ensure that this does not happen. This lan should be posted in an accessible location for all employees at the facility. The following are some action items you should take. 1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested responses to some possible problems are listed below. A. Lagoon overflow -possible solutions are: a. Add soil to berm to increase elevation of dam. b. Pump wastes to fields at an acceptable rate. c. Stop all flows to the lagoon immediately. d. Call a pumping contractor. e. Make sure no surface water is entering lagoon. B: Runoff from waste application field -actions include: a. Immediately stop waste application. b. Create a temporary diversion to contain waste. c. Incorporate waste to reduce runoff. d. Evaluate and eliminate the reason(s) that caused the runoff. e. Evaluate the application rates for the fields where runoff occurred. C: Leakage from the waste pipes and sprinklers -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Close valves to eliminate further discharge. d Repair all leaks prior to restarting pumps. D: Leakage from flush systems, houses, solid separators -action include: a. Stop recycle pump. b. Stop irrigation pump. c. Make sure no siphon occurs. d. Stop all flows in the house, flush systems, or solid separators. e. Repair all leaks prior to restarting pumps. E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks - possible action: a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back to lagoon. b. If holes are caused by burrowing animals, trap or remove animals and fill holes and compact with a clay type soil. c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon as possible. 2. Assess the extent of the spill and note any obvious damages. a. Did the waste reach any surface waters? b. Approximately how much was released and for what duration? c. Any damage noted, such as employee injury, fish kills, or property damage? d. Did the spill leave the property? e. Does the spill have the potential to reach surface waters? f. Could a future rain event cause the spill to reach surface waters? g. Are potable water wells in danger (either on or off of the property)? h. How much reached surface waters? 3: Contact appropriate agencies. a. During normal business hours, call your DWQ (Division of Water Quality) regional office; Phone 910-486-1541. After hours, emergency number: 919- 733-3942. Your phone call should include: your name, facility, telephone number, the details of the incident from item 2 above, the exact location of the facility, the location or direction of movement of the spill, weather and wind conditions. The corrective measures that have been under taken, and the seriousness of the situation. b. If spill leaves property or enters surface waters, call local EMS Phone number • 911.. c. Instruct EMS to contact local Health Department. d. Contact CES, phone number 910-862-4591, local SWCD office phone number 910-862-6936, and local NRCS office for advice/technical assistance phone number 910-862-6936. 4: If none of the above works call 911 or the Sheriff's Department and explain your problem to them and ask that person to contact the proper agencies for you. 5' Contact the contractor of your choice to begin repair of problem to minimize off -site damage. a. Contractors Name:_ b. Contractors Address: �-� A'LyVY c. Contractors Phone: ti'iu - en- 136 - 6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.) a. Name:_ b. Phone 7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the damage, repair the system, and reassess the waste management plan to keep problems with release of wastes from happening again. el audelnaahlwordlemgoctplen.dcz aepc 12.96 ortafity Management Methods Indicate which method(s) will be implemented. When selecti,7g multiple methods indicate a primary versus secondary option. Methods other than those listed must be approved by the State Veterinarian. Primary Secondary Routine Mortality El El El El :7] 411 Ei El CI EI Version —November 26, 2018 B�lr`w' t-ree feet beneath the surface of the ground within 24 hours of knowledge of animal death. The burial must be at least 300 feet from any flowing stream or public body of water (G.8.105-403). The bottom of the burial pit should be at least one foot above the seasonal 'gig" wate7table. Attach burial location map and plan. Landfil; at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC 13B .02:.0. Rerceri~g at a rendering plant licensed under G.S. 106-168.7. Cor'o1e'.e incineration according to 02 NCAC 52C .0102. A composting system approved and permitted by the NC Department of Agriculture & Con- sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm, additional requirements must be met and a permit is required from NC DEQ. In the case of dead poultry only, placing in a disposal pit of a size and design approved by the NC Department of Agriculture & Consumer Services (G.S. 106-549.70). Any me,-od which, in the professional opinion of the State Veterinarian, would make possible the sai :•age of part of a dead animal's value without endangering human or animal health. (Wntte- approval by the State Veterinarian must be attached). Mass Mortality Plan Mass ,mortality plans are required for farms covered by an NPDES permit. These plans are also -eccir.mended for all animal operations. This plan outlines farm -specific mortality man- agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup- ports a variety of emergency mortality disposal options; contact the Division for guidance. • A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated 'tine- numbers of dead animals exceed normal mortality rates as specified by the State 'Veterinarian. • Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary Division regulations and guidance. • Mass burial sites are subject to additional permit conditions (refer to facility's animal waste management system permit). • 17 me event of imminent threat of a disease emergency, the State Veterinarian may enact additional temporary procedures or measures for disposal according to G.S. 106.399.4. hoc A P:- Signature of Farm Owner/Manager na% Signature of Technical Specialist Date Date #1 ~~ erato':j. D. Priest ,ounty: K ADEN Date: /'76 -q} D/sTance to nearest res/oence (otne, !n~n ownyr): 0{)0.0 feet- I I STEADY STATE LIVE WEIGHT 0 sows (farrow to finish) 0 sows (farrow to feeder) 4896 nead (finishing only) 0 sows (farrow to wean) 0 head (wean to feeder) x x 1417 522 125 430 30 = = = = = TOTAL STEADY STA7E LIVE WEIGHT (36m) = 660960 !os' MINIMUM REQUIRED TREATMEN7 VOLUME OF LAGOON Volume = 660960 !bs. SSLW n Treatment Vo/umetCF`/'b �SLN ~^ Treatment Volume(CF)/ib. S5LZ= 1 CF/| S^LpV Volume = 660960 cubic feet SS LW VOLUME FOR SLUDGE ACCUMULATION Vo!ume = 4. TOTAL DESIGN VOLUME 0'0 cubic feet-m»"e c.4 e"n4. Inside top length 400.0 feet ; Ins/oe top w/otn 305.0 one,- Top of dike at elevation 45.0 feet ^ Freeboard 1.0 feet ; S!de s/opes 3.0 : 1 (Ins/oe (a9oox` Total design lagoon liquid ieve/ at elevation 44.0 feet' Bottom of !a8omo eievation 24.0 feet ^ Seasonal high water tab.e elevation *A0 %f+~feet Total design volume using prisme/dai fornuia SS/ENDI 3.0 S5/END2 SS/SIDE! SS/6IDE2 3.0 . 3.0 3.0 AREA OF TOP LENGTH * WIDTH 394.0 Z99.0 AREA OF BOTTOM LENGTH * WIDTH = 334.0 239.0 AREA OF MIDSECTION LENGTH * WIDTH * 4 364.0 269.0 LENLTH 294.0 WIDTH 299.0 DEPTH 20.O 1i7O06.0 (AREA OF TOP) 798Zo.0 VAREA OF 507TOyo) 3910&4.0 `ARE4 OF MTDSEC"10N * 4) �:'U. FT. = [AREA TOP + ;4*/\REA M D9FCTION) + AREA B0770M] DEc--'' 117806.0 311nowU 7932o.0 VOLUME QF LAGOON AT TOTAL LESI6K uI%iu LEVEL �- NIZ160 [U C!" — , ~~ . TEMPORARY STORACC REOUTRA.-D DRAINAGE AREA: Lonon (too o' d ne) Length * Width = 400,0 305.0 Q+000.0 square feet Bu//o/n8s (roof and !ot water) Len3th * width � 0.0 0.0 0.0 sjuare feet TOTAL DA 122000.0 Equare Feet 3esi8n temporary stora3e oe~iod to be 180 Qa`S. 5A. Volume of waste procluce� Approximate daily production of manure Q CF/LB 5SLW Volume = 660960 K. SS_A * CF of Waste/Lb./Day * 180 clays Volume = 161410 cuo/c feet . Vo/ume of wash water 70s is the asMnr of fresp water used for washing f/oo's or voiume of fresh water used for a Kush system. Flush systems Snat rec/rcu.-F- the lagoon water are accounted For in 5A. Volume = 0.0 8ai|ons/oay * 180 days storiSe,7.48 3a;ion� per �F Vc/ume = 0.0 cubic feet 50. Volume o/ ruinfs:' in excess o? evaporat'oo use per'Qd of time Wen ra!rfa|/ exceers evaporation cv arJeEt sToun' , l80 ca>'s excess ~a/noz'; = 7.0 ,ncheE ~~ Vo/ume = 7.0 DA /pches per foot Volume = 71156.7 cunc feet ~=D. Volume of 25 year - 24 hour storm Vo/ume = 7.0 inches / 1Z 'notes per foot * DA Vo/ume = 71166.7 cubic feet TOTAL REQUIRED TEMPORARY STORAGE 5A. 161410 cubic feet 5B. 0 cun/c �eet 5C. 71167 cubic Feet 5D. 71167 cubic !qet TOTAL 303744 cub,c Peet 0. SUMMA%� Total required volume P64704 cubic feet' Tota! design vo ume avail. 982150 cubic feet-- Min. req. treatment volume p:us s/unge accumu!at)on 160960 cub.c At elev. 41.2 feet ; Vo/ume is 668339 cubic feet (end rump/o2' 7nta| design volume less 25yr-2onr storm is 9109P3 cubic feet At e/ev. 43.3 feet ; Vo!ume is 900710 cubic feet (start pump.p Seasonal high water table DESIQNED 8Y-�—P' e|evat'on 441.m -A,r-,feet APRPOVED BY: DA7E: � ���� 4�_ DATE: ?1/5lq NOTE: SEE ATTACHED WASTE j71!:ZX710N PnAN S,o!! ..lonservatIon CO:IPLJTA1ION 5HLE- FZT:TTLED TOP n.:K.E7 45.0 TYPE EARTWORK: e 3:139 12' op: 1E.cav: 51A1.TuN E_EV. =I_, EMD Ai-,c,:i ":,:m '..117 ri:cTil4C1- (-71RCIND 1-,L''..r-ir (Sq. Ft.? FP.0 A- r".6.3 (fe4,'/ V_l_urril: -- - -- -- (1 !..1-r.. 00 :-NE: S = 1297: n3'=.: 1.00 22e: .4- 20'7'.D'E 37:, 7..! -:,:.47::: -34_...! :EL 37.0 --,fj 1E:0 '-'4,4::: 37.:::: 7.: 242.95-...')'-': 1...t0 54 : 39.1) •-0 13) 41,-71-1 e.4 '21:E-:,E' --,J_C,E.. aoc, 44.0 ' .0 25 -7,,,%=. 100 -42u 44 r)-; 13- :C.:..... .3,.... 44; n=1 '.:3 14.4,2, ci 0 3.:3 _00 .( 0 0 145: 45.0 I. CI 0 0 im0 2727C'Z_ Double Voiume ol' F /2 = :26252.0 Cu. :77. of Fil! ( i,!E: 1/17) = 5050.i.) Cu. 'Yd. A for S6tt ern,.:.n7(10%) = 505.0 Cu. Y.f. 4. TotP! Cublc Yarc2s (2: + 3) = 5555.0 Cu. Yd. ‘ Co'oPutf 0.-A..,1f=7:________ Late: Dy: k ail! U.S. D.:"FA7MEN7 OF AGRICULTURc: Se:! Conse-yatton T..1erv!ce EAR-l'HoiLIRK N ri1 TYFE EAFITHRK: Dke SATION FILL END AREA AJri: ..:1F niSTANCE nco !Rs E HEIGHT Sq. Ft. END ,R.3 4'e2et VOL...;ME 0 1709' 1709 ZOO 689 757 757 1. !Jou': e Volume of F'11 /Z VO!LM2 of Fil (.ine 1/227) 3. Ai ovar.e For ,.:;e7t ement(10.%) 4. Tota: CuPic Yarcs + Computed by!: 0v, by I". .D4le 90 1446 110 4. 20 0 o 0 0 0 0 0 0 0 0 ,2? 305 5912.00 29500 Cu. Ft. 1 Cu. Yr.:. i094.0 Cu. Yc la()4a.o cu. YO. isi Co``'^r`�`'�' 205 _29 pLANA 21'.! ~ V oil o /» DLADEN County, Nortn Carolina Des i9npr : WARREN /PJTTMAN Che Da-e - -c-'' Da�p LAGOON EXCAVxT10� 5oz Left Right Qf{-CL / CL Dist 1 ** E��CAVATIO|� ** | ** FILL ** sty BE BE (Pt) q�� /*+` / ,Rrea` 'Y»|ume. | Area 'o|ume -.- `..' . .�yr6/ t^u.,ds! | (SqFt) (Cu.Yds) 327& � ' ' . 0.0 66 | 7�16'3 | 0 0 00 | 17948.4 0^� 100 | 24966.4 | 3:1 363.0 3+00 | 1528,7 0^� � G.0 311 2:1 262.0 � � 7 93 | 29288.4 | 0,0 �'Z ^ / � , 90M.": CR:.13-E:CILON preparii-7. L 1:;:. I OLAEN County, Nor!,h : WARREN/PITTMAN Date 0/0/2 f2.heCi-er ..... ..... -,-********************************************4************************* TEMPLATE DATA: Desinnin-::i Elevation = Station to 1+00 1+00 to 2+00 2+00 to 3+00 3+00 to 392+.7 1 I ON N...)MF:ER I -g,I.Iter!,ne Station c\2c123WC-: c..:c12/? c\3c12a:;/:3 c\3c129/.2 0.00000 ft/ft 0nO(.)000 ft/ft 0.00000 ft/fi: 0.00000 t'u/ft :TIPIGINAL j-)ATA: / 48.1 400.0 / 47.6 500.0 / 46.':F; 600.0 / jr;..:;: 700.0 / NUMDER C.enteriirie Station 1-1.00 1NAL DITA 400.0 / 46 9 500.0 / / Le4 • TDDN NUMER T:enteriine Station 2+00 7J7'IaTNAL DATA: D00.0 45.0 400.0 4.D.2 500.0 600. / 700.0 / NUM3ER Stution / / 4 7cf':e3.0 -;" IT'N1 ( N.._•;'".11.-_k F.", . 7' 4,00 / 7.00 t5 OPERATION & MAINTENANCE PLAN Proper lagoon liquid management should be a year-round priority. It is especially important to manage Ievels so that you do not have problems during extend rainy wet periods. extended rainy and Maximum storage capacity should be available in the lagoon for receiving crop is dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as the thunderstorm seasoninperiods when the that at the first signs of plant growth in the Iater winter/early summertime. irrgatio This acmes a farm waste management plan should be done whenever the land is dry enough to according to receive lagoon liquid. This will make storage space available in the lagoon for future wet periods, In the late summer/early fall the lagoon should be pumped down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to maintain the lagoon close to the minimum liquid level as long as the weather and wa ste utilization plan will allow it. Waiting until the lagoon has reached its maximum storage capacity before s irrigate does not leave room for storing excess water during extended wet starting to Overflow from the lagoon for any reason except a 25-year, 24-hour storm is aoviola violation of state law and subject to penalty action, The routine maintenance of a lagoon involves the following: Maintenance of a vegetative cover for the darn, Fescue or common bermudagrass are the most common vegetative covers. The vegetation should be fertilized each year, if needed, to maintain a vigorous stand, The amount of fertilizer applied should be based on a soils test, but in the event that it is not practical to obtain a soils test each year, the lagoon embankment and surrounding areas should be fertilized with 800 pounds per acre of 10-10-10, or equivalent. Brush and trees on the embankment must be controlled. This may be done by mowing, spraying, grazing, chopping, or a combination of these practices. This should be done at least once a year and possibly twice in years that weather conditions are favorable for heavy vegetative growth. NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon water, Such chemicals could harm the bacteria in the lagoon that are treating the waste. Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon and at least monthly and after major rainfall and storm events. Items to be checked should include, as a minimum, the following: Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for: 1. separation of joints 2. cracks or breaks 3, accumulation of salts or minerals 4. overall condition of pipes Lagoon surface ---look for: 1. undesirable vegetative growth 2, floating or lodged debris • Embankment -__look for: 1 settlement, cracking, or "jug" holes 2, side slope stability ---slumps or bulges 3. wet or damp areas on the back slope 4. erosion due to lack of vegetation or as a result of wave action 5. rodent damage Larger lagoons may be subject to liner damage due to wave action caused by strong winds. These waves can erode the Iagoon sidewalls, thereby weakening the lagoon dam, A good stand of vegetation will reduce the potential damage caused by wave action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be used to reduce the wave impacts. y Any of these features could lead to erosion and weakening of the dam. If your lagoon has any of' these features, you should call an appropriate expert familiar with design and construction of waste lagoons. You may need to provide a temporary of a waste discharge. However, a permanent solution should ereviewed by the is a threat technical expert. Any digging into a Iagoon dam with heavy ment is a serious undertaking with potentially serious consequences and shoulnotibe conducted unless recommended by an appropriate technical expert. • Transfer Pumps ---check for proper operation of: 1. recycling pumps 2. irrigation pumps Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding noise, or a large amount of vibration, may indicate that the pump is in need or repair or replacement. p NOTE: Pumping systems should be inspected and operated frequently enough so that you are not completely 'surprised" by equipment failure. You should perform your pumping system maintenance at a time when your lagoon is at its low level, This will allow some safety time should major repairs be required. Having a nearly full lagoon is not the time to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full, your neighbor's lagoon is full also, You should consider maintaining an inventory of spare parts or pumps. Surface water diversion features are designed to carry all surface drainage waters (such as rainfall runoff, roof drainage, gutter outlets, and parking Iot runoff) away from your lagoon and other waste treatment or storage structures, The only water that should be coming from your lagoon is that which comes from your flushing (washing) system pipes and the rainfall that hits the lagoon directly. You should inspect your diversion system for the following: 1, adequate vegetation 2, diversion capacity 3. ridge berm height APR 032019 Water Quality Regional operations Section Identified problems should be corrected promptly. It is advisable to inspect your system during or immediately following a heavy rain. If technical assistance is needed to determine proper solutions, consult with appropriate experts. You should record the level of the lagoon just prior to when rain is predicted, record the level again 4 to 6 hours after the rain (assumes there is npumping), This will give you an idea of how much your lagoon level will rise with a and then (you must also be recordingorcertain rainfall amount planning irrigation applications and storage, If your lagthis to oon rises excessively,gthis you help in have an inflow problem from a surface water diversion or there may be seepage into lagoon from the surrounding land, may g the Lagoon Operation Startup: 1. Immediately after construction establish a complete sod cover on bare soil surfaces to avoid erosion. 2. Fill new lagoon design treatment volume at least half full of water before waste loading begins, taking care not to erode lining or bank slopes. 5. It is recommended that a new lagoon be seeded with sludge from a healthy working swine lagoon in the amount of 0.25 liquid volume. This seeding should occour attlleast ntwo weeks pril or the addition of wastewater. 6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume until the pH rises above 7.0, Optimum lagoon liquid pH is between 7.5 and 8.0. 7. A dark color, lack of bubbling, and excessive odor signals inadequate biological activity. Consultation with a technical specialist is recommended if these conditions occur for prolonged periods, especially during the warm season. 3, Drainpipes into the lagoon should have a flexible pipe extender on the end of the pipe to discharge near the bottom of the filling or another means of slowing the incoming water to avoid erosion of goon during initial the lining. 4. When possible, begin loading new lagoons in the spring to maximize bacterial establishment (due to warmer weather). Loa ding: The more frequently and regularly that wastewater is added to a lagoon, the better the lagoon will function. Flush systems that wash waste into the lagoon several times daily are optimum for treatment. Pit recharge systems, in which one or more buildings are drained and recharged each day, also work well. • Management: Practice water conservation ---minimize building water usage and spillage from leaking waterers, broken pipes and washdown through proper maintenance and water conservation, Minimize feed wastage and spillage by keeping feeders adjusted, This will reduce the amount of solids entenng the lagoon Maintain lagoon Iiquid level between the permanent storage level and the full temporary storage level. Place visible markers or stakes on the lagoon bank to show the minimum liquid level and the maximum liquid lever (Figure 2-1). Start irrigating at the earliest possible date in the spring based on nutrient requirements and soil moisture so that temporary storage will be maximized for the summer thunderstorm season. Similarly, irrigate in the late summer/early fall to provide maximum Iagoon storage for the winter. The lagoon liquid level should never be closer than 1 foot to the lowest point of the dam or embankment, Do not pump the lagoon liquid level lower that the permanent storage level unless you are removing sludge. Locate float pump intakes approximately 18 inches underneath the liquid surface and as far away from the drainpipe inlets as possible. Prevent additions of bedding materials, long-stemmed forage or vegetation, molded feed, plastic syringes, or other foreign materials into the Iagoon. Frequently remove solids from catch basins at end of confinement houses or wherever they are installed, Maintain strict vegetation, rodent, and varmint control near lagoon edges. Do not allow trees or large bushes to grow on lagoon dam or embankment. Remove sludge from the lagoon either when the sludge storage capacity is full or before it fills 50 percent of the permanent storage volume. If animal production is to be terminated, the owner is responsible for obtaining and implementing a closure plan to eliminate the possibility of a pollutant discharge. Sludge Removal: Rate of lagoon sludge buildup can be reduced by: • proper lagoon sizing, • mechanical solids separation of flushed waste, • gravity settling of flushed waste solids in an appropriately designed basin, or minimizing feed wastage and spillage, Lagoon sludge that is removed annually rather than stored long term will: • have more nutrients, have more odor, and • require more land to properly use the nutrients. Removal techniques: • Hire a custom applicator. Mix the sludge and lagoon liquid with a chopper -agitator impeller pump through large -bore sprinkler irrigation system onto nearby cropland, and soil incorporate. Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or forageland; and soil incorporate. • Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon to receive the sludge so that liquids can drain back into lagoon; allow sludge to dewater; haul and spread with manure spreader onto cropland or forageland; and soil incorporate. Regardless of the method, you must have the sludge material analyzed for waste constituents just as you would your lagoon water. The sludge will contain different nutrient and metal values from the liquid. The application of the sludge to fields will be limited by these nutrients as well as any previous waste applications to that field and crop requirement. Waste application rates will be discussed in detail in Chapter 3. When removing sludge, you must also pay attention to the liner to prevent damage. Close attention by the pumper or drag -line operator will ensure that the lagoon liner remains intact. If you see soil material or the synthetic liner material being disturbed, stop the activity immediately and not resume until you are sure that the sludge can beould removed without liner injury. If the liner is damaged it must be repaired as soon as possible. Sludge removed from the lagoon has a much higher phosphorus and heavy metal content than liquid, Because of this it should probably be applied to land with low phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the chance of erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it Should be applied only at rates equal to the crop removal of phosphorus. As with other wastes, always have your lagoon sludge analyzed for its nutrient value. The application of sludge will increase the amount of odor at the waste application site. Extra precaution should be used to observe the wind direction and other conditions which could increase the concern of neighbors. Possible Causes of Lagoon Failure Lagoon failures result in the unplanned discharge of wastewater from the structure. of failures include leakage through the bottom or sides, overtopping, and breach of the Types dam. Assuming proper design and construction, the owner has the res nsibilit o ensuring structure safety, Items which may lead to lagoon failures include: y for • Modification of the lagoon structure ---an example is the placement of a pipe in the dam without proper design and construction. (Consult an expert in lagoon design before placing any pipes in dams.) • Lagoon liquid levels ---high levels are a safety risk, • Failure to inspect and maintain the dam, Excess surface water flowing into the lagoon. • Liner integrity —protect from inletpipe scouring, damage urolgremoval, or rupture from lowering lagoon liquid level below gsludge table. NOTE: If lagoon water is allowed to overtop the dam, the moving water will s gullies to form in the dam, Once this damage starts, it can quick $ ly cause a large discharge cause of wastewater and possible dam failure.